This thesis deals with the execution of an experimental material characterization campaign of unreinforced masonry specimens, and the numerical simulation through FE analysis of an unreinforced masonry building
The province of Quebec, in Canada, is located in a stable region of the North American tectonic plat...
The three-dimensional non-linear earthquake behaviour of unreinforced masonry buildings is studied b...
The interest of the scientific community for the seismic behaviour of existing masonry buildings has...
Seismic performance of a three-storey unreinforced masonry building which survived the 1992 Erzincan...
In the northern part of the Netherlands, The recent seismic activities have raised concerns about th...
This study proposes a hybrid modeling approach for the seismic performance assessment of unreinforce...
A comprehensive investigation into the seismic behaviour of a masonry vault belonging to an historic...
Although the issue of the out-of-plane response of unreinforced masonry structures under earthquake ...
A comprehensive investigation into the seismic behaviour of a masonry vault belonging to an historic...
The paper provides a contribution to the study of seismic behaviour of unreinforced masonry structur...
The vulnerability and the low structural performance of masonry buildings under earthquake actions a...
The paper analyzes the seismic vulnerability of the historical complex of “San Francesco” located in...
In this study, three calcium silicate unreinforced masonry buildings were investigated via experimen...
This paper deals with the proposal of a constitutive model for the FEM nonlinear analysis of masonry...
The 6th of April 2009, a catastrophic earthquake of magnitude ML=5.8 (Mw=6.3), stroke down the city ...
The province of Quebec, in Canada, is located in a stable region of the North American tectonic plat...
The three-dimensional non-linear earthquake behaviour of unreinforced masonry buildings is studied b...
The interest of the scientific community for the seismic behaviour of existing masonry buildings has...
Seismic performance of a three-storey unreinforced masonry building which survived the 1992 Erzincan...
In the northern part of the Netherlands, The recent seismic activities have raised concerns about th...
This study proposes a hybrid modeling approach for the seismic performance assessment of unreinforce...
A comprehensive investigation into the seismic behaviour of a masonry vault belonging to an historic...
Although the issue of the out-of-plane response of unreinforced masonry structures under earthquake ...
A comprehensive investigation into the seismic behaviour of a masonry vault belonging to an historic...
The paper provides a contribution to the study of seismic behaviour of unreinforced masonry structur...
The vulnerability and the low structural performance of masonry buildings under earthquake actions a...
The paper analyzes the seismic vulnerability of the historical complex of “San Francesco” located in...
In this study, three calcium silicate unreinforced masonry buildings were investigated via experimen...
This paper deals with the proposal of a constitutive model for the FEM nonlinear analysis of masonry...
The 6th of April 2009, a catastrophic earthquake of magnitude ML=5.8 (Mw=6.3), stroke down the city ...
The province of Quebec, in Canada, is located in a stable region of the North American tectonic plat...
The three-dimensional non-linear earthquake behaviour of unreinforced masonry buildings is studied b...
The interest of the scientific community for the seismic behaviour of existing masonry buildings has...